SCHNABEL ENGINEERING. SCHNABEL ENGINEERING

Prospect Street Nw And 36th Street Nw Washington Dc
The proposed work consist on drilling 2 soil borings in the roadway of prospect street nw between 37th and 36th street nw. The soil borings diameter five inched by depth. Upon completion , borings will be grouted using a bentonite slurry (two pound bentonite powder to one gallon water) tremie grouted from the bottom up using a positive displacement pump, and abandoned. As per site plans, work plan report, ddoe-dc well construciton & schematic forms. All work will be done under ddoe/wqd and ddot regulation. If a major, laterally-continuous, confining layer is encountered, please use a permanent outer casing firmly planted ( ft) into this confining layer, before advancing any deeper.

Prospect Street Nw And 36th Street Nw Washington Dc
The proposed work consist on drilling 2 soil borings in the roadway of prospect street nw between 37th and 36th street nw. The soil borings diameter five inched by depth. Upon completion , borings will be grouted using a bentonite slurry (two pound bentonite powder to one gallon water) tremie grouted from the bottom up using a positive displacement pump, and abandoned. As per site plans, work plan report, ddoe-dc well construciton & schematic forms. All work will be done under ddoe wqd and ddot regulation. If a major, laterally-continuous, confining layer is encountered, please use a permanent outer casing firmly planted ( ft) into this confining layer, before advancing any deeper.

Prospect Street Nw And 36th Street Nw Washington Dc
Excavation; boring test pit (single)

18 I Street Nw Washington Dc
Installation of two soil borings four inch diameter by sixty feet deep. Drilling methods 2 1 4 hollow steam auger, as per site plans, work plan report, dc ell construction form, dc well schematic form and tcp, for the eastbanc, in. Poc: george rizk. This construction permit requires a separate occupancy permit. The attached plans and conditions are a part of this permit. If steel plates are used at this job site an additional permit is needed.

3401 4th Street Se Washington Dc
The proposed work will include 4 soil borings to depths between ft and 80ft deep the soil boring diameter will be 4 inches drilled by a hollow stem auger. Upon completion, borings will be grouted using a bentonite slurry -two pounds bentonite power to one gallon water- tremie grouted from the bottom up, and abandoned, as pr site plans, work plan report, dc well construction application and d well schematic form, for the dc ballou high school. This construction permit requires a separate occupancy permit. The attached plans and conditions are apart of this permit. If steel plates are used at this job site an additional permit is needed.

1785 Massachusetts Avenue Nw Washington Dc
As part of the geotechnical investigation, we propose to drill two soil borings. The soil borings diameter is four inches between to feet deep. Upon completion borings will be grouted using bentonite slurry -two pounds bentonite powder to one gallon water- tremie grouted from the bottom up, and abandoned, as er site plans, work plans report, dc well construction and schematic forms, for the american enterprise institute poc, mason osmund. This construction permit requires a separate occupancy permit. The attached plans and conditions are a part of this permit. If steel plates are used at this job site an additional permit is needed.

15th Street Nw And W Street Nw Washington Dc
The proposed work consist on drilling 7 soil borings in-between the following intersection15th street nw, w street nw, new hampshire avenue nw and v street nw. The boring diameter will be four inches by five feet depth. The borings will be grouted using bentonite slurry (two pounds bentonite powder to one gallon water) tremie grouted from the bottom up, and abandoned, as per site plans, work plan report, dc well construction application and dc well schematic form, for district department of transportation (ddot) under the following ddot contract#dcka 2010t0015-task order 6.

Prospect Street Nw And 36th Street Nw Washington Dc
The proposed work consist on drilling 2 soil borings in the roadway of prospect street nw between 37th and 36th street nw. The soil borings diameter five inched by depth. Upon completion , borings will be grouted using a bentonite slurry (two pound bentonite powder to one gallon water) tremie grouted from the bottom up using a positive displacement pump, and abandoned. As per site plans, work plan report, ddoe-dc well construciton & schematic forms. All work will be done under ddoe wqd and ddot regulation. If a major, laterally-continuous, confining layer is encountered, please use a permanent outer casing firmly planted ( ft) into this confining layer, before advancing any deeper.

Prospect Street Nw And 36th Street Nw Washington Dc
Excavation; boring test pit (single)

15th Street Nw And W Street Nw Washington Dc
The proposed work consist on drilling 7 soil borings in-between the following intersection15th street nw, w street nw, new hampshire avenue nw and v street nw. The boring diameter will be four inches by five feet depth. The borings will be grouted using bentonite slurry (two pounds bentonite powder to one gallon water) tremie grouted from the bottom up, and abandoned, as per site plans, work plan report, dc well construction application and dc well schematic form, for district department of transportation (ddot) under the following ddot contract#dcka 2010t0015-task order 6.

21 K Street Nw Washington Dc
Proposed work consist on drilling two soil borings on existing sidewalk. Work will take place in-between k street nw and 21st street nw. The borings diameter will be five inches by feet depth. Upon completion borings will be grouted using a bentonite slurry (two pounds powder to one gallon water) tremie grouted from the bottom up using a positive displacement pump, and abandoned. Work will be conducted per ddot/wqd regulation also as per site plans, work plan report, ddoe/construction well and schematic forms.

Prospect Street Nw And 36th Street Nw Washington Dc
The proposed work consist on drilling 2 soil borings in the roadway of prospect street nw between 37th and 36th street nw. The soil borings diameter five inched by depth. Upon completion , borings will be grouted using a bentonite slurry (two pound bentonite powder to one gallon water) tremie grouted from the bottom up using a positive displacement pump, and abandoned. As per site plans, work plan report, ddoe-dc well construciton & schematic forms. All work will be done under ddoe wqd and ddot regulation. If a major, laterally-continuous, confining layer is encountered, please use a permanent outer casing firmly planted ( ft) into this confining layer, before advancing any deeper.